統計巖相圖 的英文怎麼說

中文拼音 [tǒngyánxiāng]
統計巖相圖 英文
ratio-type lithofacies map
  • : Ⅰ名詞1 (事物間連續的關系) interconnected system 2 (衣服等的筒狀部分) any tube shaped part of ...
  • : Ⅰ動詞1 (計算) count; compute; calculate; number 2 (設想; 打算) plan; plot Ⅱ名詞1 (測量或計算...
  • : 名詞1. (巖石) rock 2. (巖峰) cliff; crag
  • : 相Ⅰ名詞1 (相貌; 外貌) looks; appearance 2 (坐、立等的姿態) bearing; posture 3 [物理學] (相位...
  • : Ⅰ名詞1 (繪畫表現出的形象; 圖畫) picture; chart; drawing; map 2 (計劃) plan; scheme; attempt 3...
  • 統計 : 1 (對有關數據的搜集、整理、計算和分析) statistics; census; numerical statement; vital statistic...
  1. This thesis primarily makes below the work of a few aspects : ( 1 ) the method to append the section line in the geological section plane and the geological plane graph intersected each other ; ( 2 ) the principle and method that automatic determinate of orebody on transverse section with the neural network theory was presented, and draw the slippery boundary of ore ; ( 3 ) the method that drawing the surveying well and lane way engineering in the geological and survey graph ; ( 4 ) the method to automatic calculation and statistics output ore reserves and grade ; ( 5 ) the method that automatic creating the geology cross section of the hole ; this thesis realizes automation for managing geological graph based on the substantive research work

    本論文主要作了以下幾個方面的工作: ( 1 )提出了在交平面和剖面中添加剖面剖切線的方法; ( 2 )提出了應用人工神經網路理論確定剖面中礦體界線的理論和方法以及礦界線圓滑的原理與方法; ( 3 )實現了礦山生產實測工程數據處理與地測件的有機結合; ( 4 )實現了礦塊地質品位和儲量的自動算和輸出; ( 5 )提出了中深孔炮孔排面地質剖面自動剖切的原理和方法。本論文在大量研究工作基礎上,實現了地測件管理的算機自動化。
  2. The studies of in - layer heterogeneity are as follows : the text depicts the characteristics of heterogeneity by calculating the coefficient of variability, kmax / k and k. max / k. min of sand layers of different sedimentous microfacies ; divides interlayer into two types, and counts their numbers, thickness, frequency and density of a single sand layer according to the characteristics of lithology and logging, finally summarizes the characteristics of interlayer distributing ; sets up five in - layer heterogeneity models and points out that the primary models are model a and c. the studies of between - layer heterogeneity are as follows : the text depicts sand layers " growth and distributing conditions by calculating the lamination factor, sandstone density and overlap coefficient ; makes certain the lithology and thickness of interlayer by the method of contrasting the typical curves

    層內非均質性研究,通過算不同沉積微砂體滲透率的變異系數、突進系數以及級差來說明主要儲集微的非均質特徵;據性及電性特徵,將層內夾層分為兩類,單砂層段內夾層的個數、累積夾層厚度、夾層頻率及夾層密度,並且根據夾層頻率及密度平面分布出每層的頻率對高值區和低值區,總結夾層分佈特徵;根據物性參數隨深度的變化趨勢建立了五種儲層層內物性非均質模式,指出研究區內以a型和c型模式為主。
  3. Aiming mainly at the application of cad technology in geological survey as well as providing complete geology materials for mining designing, this paper has discussed and studied several pieces of key technology and method involved in design and realization of software, whole structure as well as selection of development tool and environment of software and so on. from the practice of engineering application, this paper carries out the following items : accessing structure of geological survey data as well as mutual transforming technology with its graphics. the theory and method of automatic drawing boundary line between ore and rock based on the artificial neural network

    論文從工程應用的實際出發,主要進行了以下幾方面的工作:地測數據的存取結構及其與形的互動技術基於人工神經網路的礦界線的自動繪制理論與方法基於opengl技術的3d礦床模型的自動生成理論與方法基於粗糙集理論的地測數據預測分析模型本論文綜合運用了先進的objectarx技術、數據庫技術、 opengl形技術、 ado數據庫連接技術,以可視化開發工具visualc + + 6 . 0為開發平臺,以autocad通用形系為應用平臺,以mssqlserver為數據庫平臺,完成了系的總體設與軟體實現。
  4. The soil - nailed support system has been applied widely at home and abroad, but it is short of research on mechanism of interactive action between support structure and rock and soil medium especially soft - weak medium and some understandings rest on the stage of qualitative descriptions. current design theories base on engineering analogy. the systemic numerical tests on soil - nailed support are made utilizing the advantage of the fem method on quantitative research in this dissertation, the reinforce mechanism in quantitative aspect is pointed out, and the reinforce effects of support parameter and soil property parameter are abstracted so as to provide scientific basis for optimization design

    土釘支護在國內外已得到廣泛應用,但對支護結構與土介質特別是軟弱土介質互作用機理的研究還停留在定性描述階段,現行設理論只能建立在工程類比基礎之上;本文藉助有限元方法在量化研究方面的特有優勢,對土釘支護進行了系的數值試驗研究,試從量化的角度揭示土釘支護的加固機理,為優化設提供較為科學的依據。
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